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The Application of Graphical Method to Create Sandy Soils with Given Physic-Mechanical Properties

Received: 3 October 2016     Accepted: 14 October 2016     Published: 19 November 2016
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Abstract

In the article we mainly discussed how to adopt graphical method to show the influence of particle size on the mechanical properties of mixed soils. Based on the extensive experimental data, using triangle graphics, as well as software Matlab, we could describe and model the change of the mechanical properties of mixed soils. Through this method, we can create the soil with the needed requirements, and this will be very helpful in construction.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 1, Issue 1)
DOI 10.11648/j.jccee.20160101.11
Page(s) 1-11
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2016. Published by Science Publishing Group

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Keywords

Sand, Granulometric Composition, Triangular Diagram, Density, Porosity, Angle of Internal Friction, Optimum Mixture

References
[1] Babenko V. A., Nikiforov N.V., Voznesenskiy E. A. Theoretical and methodical aspects of experimental researches of sand-clay filler aggregate composition and properties of coarse-grained soils // Engineering Geology. No. 5. 2012. 20-35p. (in Russian)
[2] Babenko V. A., Funikova V.V., Voznesenskiy E.A. Behaviour of lateral pressure in coarse-grained soils with different amounts of a filler aggregate in true triaxial test // Geotechnical Engineering. № 1-2. 2014. 66-73 p. (in Russian)
[3] Ermolaeva A. N. Experimental – analytical investigation and evaluation of mechanical properties of soils with coarse inclusions. // Izvestiya VNIIG, Vol.235, 1999, 17-24 p. (in Russian).
[4] FengRuiling, Wang Yuan. The study of compatibility of clay soils with the content of clastic fractions. // Journal of Highway and Transportation Research and Development. Vol.25, No. 9. Sep. 2008. 241-245 p.
[5] GOST 12248-96. Methods of laboratory determination of strength and deformability characteristics. M.: IPK «Izdatel'stvostandartov», 2005. (in Russian).
[6] Ivanov N.N., Puzakov N.A., TulaevA.Ya.,Andrulionis E.P. Construction of auto roads (in 2 parts) / [Edited by N.N. Ivanov]. M.: Transport, 1969. 469 p. (in Russian).
[7] Korolev V. A., Zhang Shengrong.Modeling of sandy soils with specified physical and physical-mechanical properties. – Engineering Geology, 2015, № 4, pp.6-14. (in Russian).
[8] Laboratory works on Soil Science/ [Edited by V.T. Trofimov, V.A. Korolev]. M.: Vysshayashkola, 2008. 519 p. (in Russian).
[9] Luis E. Vallejo, Roger Mawby. Porosity influence on the shear strength of granular material–clay mixtures. //Engineering Geology 58 (2000) 125–136.
[10] Luis E. Vallejo. Interpretation of the limits in shear strength inbinary granular mixtures. // Can. Geotech. J. Vol. 38, 2001. С. 1098 – 1104
[11] Manual for designing the bases of buildings and structures (SNiP 2.02.01-83). - M.: Stroyizdat, 1986. 415 p. (in Russian).
[12] Okhotin V.V. Soil Science. SPb.: ANTT-Print, 2008. 231 p. (in Russian).
[13] Zhang Zhifeng, etc. Test on mechanic properties of graded soil. // Journal of Chang'an University (Natural Scienct Edition). Vol.29, No. 4 Jul. 2009. 17-19 p.
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  • APA Style

    Korolev V. A., Zhang Shengrong. (2016). The Application of Graphical Method to Create Sandy Soils with Given Physic-Mechanical Properties. Journal of Civil, Construction and Environmental Engineering, 1(1), 1-11. https://doi.org/10.11648/j.jccee.20160101.11

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    ACS Style

    Korolev V. A.; Zhang Shengrong. The Application of Graphical Method to Create Sandy Soils with Given Physic-Mechanical Properties. J. Civ. Constr. Environ. Eng. 2016, 1(1), 1-11. doi: 10.11648/j.jccee.20160101.11

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    AMA Style

    Korolev V. A., Zhang Shengrong. The Application of Graphical Method to Create Sandy Soils with Given Physic-Mechanical Properties. J Civ Constr Environ Eng. 2016;1(1):1-11. doi: 10.11648/j.jccee.20160101.11

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  • @article{10.11648/j.jccee.20160101.11,
      author = {Korolev V. A. and Zhang Shengrong},
      title = {The Application of Graphical Method to Create Sandy Soils with Given Physic-Mechanical Properties},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {1},
      number = {1},
      pages = {1-11},
      doi = {10.11648/j.jccee.20160101.11},
      url = {https://doi.org/10.11648/j.jccee.20160101.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20160101.11},
      abstract = {In the article we mainly discussed how to adopt graphical method to show the influence of particle size on the mechanical properties of mixed soils. Based on the extensive experimental data, using triangle graphics, as well as software Matlab, we could describe and model the change of the mechanical properties of mixed soils. Through this method, we can create the soil with the needed requirements, and this will be very helpful in construction.},
     year = {2016}
    }
    

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    AU  - Zhang Shengrong
    Y1  - 2016/11/19
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    DO  - 10.11648/j.jccee.20160101.11
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
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    PB  - Science Publishing Group
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    UR  - https://doi.org/10.11648/j.jccee.20160101.11
    AB  - In the article we mainly discussed how to adopt graphical method to show the influence of particle size on the mechanical properties of mixed soils. Based on the extensive experimental data, using triangle graphics, as well as software Matlab, we could describe and model the change of the mechanical properties of mixed soils. Through this method, we can create the soil with the needed requirements, and this will be very helpful in construction.
    VL  - 1
    IS  - 1
    ER  - 

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Author Information
  • Department of Engineering and Ecological Geology, Moscow State University Named M.V., Lomonosov, Russia

  • Department of Engineering and Ecological Geology, Moscow State University Named M.V., Lomonosov, Russia

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